CN101798790A - Wet-lime embedded once-molding construction process of cobblestone garden path and landscape floor - Google Patents
Wet-lime embedded once-molding construction process of cobblestone garden path and landscape floor Download PDFInfo
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- CN101798790A CN101798790A CN200910155502A CN200910155502A CN101798790A CN 101798790 A CN101798790 A CN 101798790A CN 200910155502 A CN200910155502 A CN 200910155502A CN 200910155502 A CN200910155502 A CN 200910155502A CN 101798790 A CN101798790 A CN 101798790A
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Abstract
The invention relates to a wet-lime embedded once-molding construction process of a cobblestone garden path and a landscape floor, comprising the following steps of: (1) firstly carrying out roadbed treatment and basic layer casting, and detecting and treating a basic layer; (2) carrying out planer lofting and wetly paving cement mortar on the basic layer; (3) carrying out planer marking or circular-arc master plate marking when waiting prehardening and moisture dry-out of the cement mortar; (4) then carrying out on-site lofting, embedded setout and planishing on cobblestones according to patterns edited by a computer; and (5) clearing up and maintaining. The invention not only accelerates the construction speed, but also is firmly bonded after being embedded and solves the previous common quality fault that cobblestones become loose and peel off.
Description
Technical field
The present invention relates to a kind of cobblestone garden path, landscape floor Wet-lime embedded once-molding construction process.
Background technology
In recent years, ancient architecture gardens project was more and more, and a lot of cities all include cobblestone garden path, landscape floor engineering.Traditional in the past cobble shop embedding all is to adopt the dry ash inlaying process, both inlays cobble on the surface again after completing the sticking ganglionic layer of dry mortar in the basic unit, carries out jointing after finishing, the cleaning surface.Conventional method technology is loaded down with trivial details, and the cobble surface is difficult for cleaning out, and surface dusting easily.One-shot forming can't be accomplished in the road surface of conventional method shop embedding, and construction speed is slow, the construction cost height, and have cobble loose or dislocation phenomenon after often using a period of time.
Summary of the invention
The object of the present invention is to provide cobblestone garden path, landscape floor Wet-lime embedded once-molding construction process, this technology has not only been accelerated construction speed, and inlays the back bonding firmly, has solved the common quality defect of cobble loose or dislocation in the past.
In order to achieve the above object, technical scheme of the present invention is:
A kind of cobblestone garden path, landscape floor Wet-lime embedded once-molding construction process comprise the steps:
(1) at first carries out roadbed and handle, build basic unit, and basic unit is checked and handles;
(2) carry out the plane setting-out then, the wet mortar that lays cement in basic unit;
When (3) treating that cement mortar initial set moisture receipts are done, carry out plane line or the line of circular arc mother matrix;
(4) then cobble is rule, inlayed and put, flatten according to figure field lofting, the plane of desk-top publishing;
(5) clean out after, get final product after the maintenance.
The cement-sand ratio of the cement mortar in the described step (2) is 1: 1～1.5, and denseness is controlled at 3-5cm, and the cement mortar laying depth is 40-60mm.
Described sand adopts medium sand, is the sand that can pass through the sieve in 5mm aperture.
Described cement mortar paves and every 12m the wide shrinkage joint of 15～20mm together is set.
About described step (4) cobble is inlayed, between left and right apart from control 10mm～15mm, the cobble area that exposes after inlaying should be controlled at 70～75% of the gross area; And whenever inlay and finish 0.3～0.5m
2To in time lay out plank in the above during the cobble of area, flatten cobble.
Service time is 7 days in the described step (5).
Beneficial effect of the present invention is: cobblestone garden path, landscape floor Wet-lime embedded once-molding construction process that the present invention adopts are easy to operate, replace dry ash mosaic technology, clean and convenient operation, plane composing one-shot forming with wet ash; Reduce operations such as secondary composing and pulp sweeping cleaning, accelerating construction progress has been saved construction cost.Next has improved construction quality, adopts Wet-lime embedded once-molding, and bonding has firmly solved common quality defect in the past, does not have cobble loose or dislocation phenomenon after use a period of time, greatly reduces maintenance cost, reduces user's complaint.
Description of drawings
Fig. 1 is a construction flow chart of the present invention.
The specific embodiment
Embodiment 1
A kind of cobblestone garden path of present embodiment, landscape floor Wet-lime embedded once-molding construction process comprise the steps:
At first carrying out roadbed handles, builds basic unit: according to designing requirement, carry out garden road, landscape floor setting-out, beat gray line, earth excavation (or banketing).After soil excavation (or banketing) is finished, carry out substrate cleaning, compacting, sprinkle the thick stone of 60～80mm (be preferably 40mm cun son) as bed course at excavation soft foundation (or banketing) then, build C15～20 concrete base layers of 100mm after leveling, watering are moistening more in the above.Substrate surface is provided with drainage grade, is provided with by 1 ‰.Basic unit is checked and handles: absolute altitude, thickness, concrete strength, drainage grade, surface finish comprehensively that check substrate concrete.Repair processing for defective position.Clean the floating ash of substrate surface then, loosening thing, at last on the good basal plane of cleaning, sprinkle water moistening after, brush one plain-water slurry (water/binder ratio 0.4～0.5).Present embodiment is at soft layers such as mud, mucky soil, miscellaneous fills, and the substrate compacting should be evenly closely knit, and coefficient of consolidation should be controlled and be not less than 0.90.
Carry out the plane setting-out then, the wet mortar that lays cement in basic unit: the setting-out of on-the-spot plane, with bar dowel on the garden road, flex point place, landscape floor turning carries out sign.Set thickness mark piece simultaneously, with cement-sand ratio is 1: 1, denseness is controlled at the cement mortar of 3-5cm after stirring, basal plane paves, it is floating with the iron plate press polish to make real the back, the control of cement mortar laying depth is according to the cobble height, and present embodiment cobble side direction particle size size adopts 20～30mm, so the cement mortar laying depth adopts 40mm.Detailed being shown in Table 1.Cement mortar paves and every 12m the wide shrinkage joint of 15mm is set one.The sand that is wherein adopted adopts medium sand, is the sand that can pass through the sieve in 5mm aperture.
Then carry out desk-top publishing: according to the design drawing requirement, in computer, set type in advance, determine the cobble color.
When treating that cement mortar initial set moisture receipts are done, carry out plane line or the line of circular arc mother matrix: carry out the plane line according to reinforcing bar anchor point scene on cement mortar.
Then with cobble according to the figure field lofting of desk-top publishing, inlay and put, flatten: according to prior composing, definite particle diameter and color requirement, screen the cobble of all size size, color and luster meticulously.According to plane line figure or veneer mother matrix, when treating the cement mortar initial set, begin to put and inlay cobble, inlay and finish 0.3m
2One fritter is laid out plank then in the above, knocks plank gently with wooden mallet, flattens cobble.Inlay the suitable yaw of cobble, inlay the degree of depth and be preferably 1/2～2/3 of cobble side direction particle diameter, about cobble is inlayed, between left and right apart from control 10mm (being advisable for easy to operate control one forefinger), the cobble area that exposes after inlaying should be controlled at 65～75%.
After cleaning out at last, maintain: lid curing film, insulation thing, maintained 7 days.
Embodiment 2
A kind of cobblestone garden path of present embodiment, landscape floor Wet-lime embedded once-molding construction process comprise the steps:
At first carrying out roadbed handles, builds basic unit: according to designing requirement, carry out garden road, landscape floor setting-out, beat gray line, earth excavation (or banketing).After soil excavation (or banketing) is finished, carry out substrate cleaning, compacting, sprinkle the thick stone of 60～80mm (be preferably 40mm cun son) as bed course at excavation soft foundation (or banketing) then, build C15～20 concrete base layers of 120mm after leveling, watering are moistening more in the above.Substrate surface is provided with drainage grade, is provided with by 2 ‰.Basic unit is checked and handles: absolute altitude, thickness, concrete strength, drainage grade, surface finish comprehensively that check substrate concrete.Repair processing for defective position.Clean the floating ash of substrate surface then, loosening thing, at last on the good basal plane of cleaning, sprinkle water moistening after, brush one plain-water slurry (water/binder ratio 0.4～0.5).
Carry out the plane setting-out then, the wet mortar that lays cement in basic unit: the setting-out of on-the-spot plane, with bar dowel on the garden road, flex point place, landscape floor turning carries out sign.Setting thickness mark piece simultaneously, is 1: 1.5 with cement-sand ratio, and denseness is controlled at the cement mortar of 3-5cm after stirring, and the basal plane that paves makes real the back and uses the iron plate press polish floating, and the cement mortar laying depth is controlled according to the cobble height.Present embodiment cobble side direction particle size size adopts 30～40mm, so the cement mortar laying depth adopts 50mm.Detailed being shown in Table 1.Cement mortar paves and every 12m the wide shrinkage joint of 20mm is set one.The sand that is wherein adopted adopts medium sand, is the sand that can pass through the sieve in 5mm aperture.
Then carry out desk-top publishing: according to the design drawing requirement, in computer, set type in advance, determine the cobble color.
When treating that cement mortar initial set moisture receipts are done, carry out plane line or the line of circular arc mother matrix: the line of veneer mother matrix is made in on-the-spot utilization on cement mortar in advance according to the reinforcing bar anchor point.
Then with cobble according to the figure field lofting of desk-top publishing, inlay and put, flatten: according to prior composing, definite particle diameter and color requirement, screen the cobble of all size size, color and luster meticulously.According to plane line figure or veneer mother matrix, when treating the cement mortar initial set, begin to put and inlay cobble, inlay and finish 0.5m
2One fritter is laid out plank then in the above, knocks plank gently with wooden mallet, flattens cobble.Inlay the suitable yaw of cobble, inlay the degree of depth and be preferably 1/2～2/3 of cobble side direction particle diameter, about cobble is inlayed, between left and right apart from control 15mm (being advisable for easy to operate control one forefinger), the cobble area that exposes after inlaying should be controlled at 65～75%.
After cleaning out at last, maintain: lid curing film, insulation thing, maintained 7 days.
Embodiment 3
A kind of cobblestone garden path of present embodiment, landscape floor Wet-lime embedded once-molding construction process comprise the steps:
At first carrying out roadbed handles, builds basic unit: according to designing requirement, carry out garden road, landscape floor setting-out, beat gray line, earth excavation (or banketing).After soil excavation (or banketing) is finished, carry out substrate cleaning, compacting, sprinkle the thick stone of 60～80mm (be preferably 40mm cun son) as bed course at excavation soft foundation (or banketing) then, build C15～20 concrete base layers of 110mm after leveling, watering are moistening more in the above.Substrate surface is provided with drainage grade, is provided with by 1.5 ‰.Basic unit is checked and handles: absolute altitude, thickness, concrete strength, drainage grade, surface finish comprehensively that check substrate concrete.Repair processing for defective position.Clean the floating ash of substrate surface then, loosening thing, at last on the good basal plane of cleaning, sprinkle water moistening after, brush one plain-water slurry (water/binder ratio 0.4～0.5).
Carry out the plane setting-out then, the wet mortar that lays cement in basic unit: the setting-out of on-the-spot plane, with bar dowel on the garden road, flex point place, landscape floor turning carries out sign.Set thickness mark piece simultaneously, with cement-sand ratio is 1: 1.2, denseness is controlled at the cement mortar of 3-5cm after stirring, basal plane paves, it is floating with the iron plate press polish to make real the back, the control of cement mortar laying depth is according to the cobble height, and present embodiment cobble side direction particle size size adopts 40～50mm, so the cement mortar laying depth adopts 60mm.Detailed being shown in Table 1.Cement mortar paves and every 12m the wide shrinkage joint of 18mm is set one.The sand that is wherein adopted adopts medium sand, is the sand that can pass through the sieve in 5mm aperture.
Then carry out desk-top publishing: according to the design drawing requirement, in computer, set type in advance, determine the cobble color.
When treating that cement mortar initial set moisture receipts are done, carry out plane line or the line of circular arc mother matrix: carry out the plane line according to reinforcing bar anchor point scene on cement mortar.
Then with cobble according to the figure field lofting of desk-top publishing, inlay and put, flatten: according to prior composing, definite particle diameter and color requirement, screen the cobble of all size size, color and luster meticulously.According to plane line figure or veneer mother matrix, when treating the cement mortar initial set, begin to put and inlay cobble, inlay and finish 0.4m
2One fritter is laid out plank then in the above, knocks plank gently with wooden mallet, flattens cobble.Inlay the suitable yaw of cobble, inlay the degree of depth and be preferably 1/2～2/3 of cobble side direction particle diameter, about cobble is inlayed, between left and right apart from control 135mm (being advisable for easy to operate control one forefinger), the cobble area that exposes after inlaying should be controlled at 65～75%.
After cleaning out at last, maintain: lid curing film, insulation thing, maintained 7 days.
Table 1 is embodiment of the invention cobble side direction particle diameter and cement mortar laying depth correspondence table;
| Cobble side direction particle size size | The cement mortar laying depth |
| ??20～30mm | ??40mm |
| ??30～40mm | ??50mm |
| ??40～50mm | ??60mm |
Claims (6)
1. a cobblestone garden path, landscape floor Wet-lime embedded once-molding construction process is characterized in that comprising the steps:
(1) at first carries out roadbed and handle, build basic unit, and basic unit is checked and handles;
(2) carry out the plane setting-out then, the wet mortar that lays cement in basic unit;
When (3) treating that cement mortar initial set moisture receipts are done, carry out plane line or the line of circular arc mother matrix;
(4) then with cobble according to the figure field lofting of desk-top publishing, inlay and put, flatten;
(5) clean out after, get final product after the maintenance.
2. cobblestone garden path as claimed in claim 1, landscape floor Wet-lime embedded once-molding construction process, it is characterized in that: the cement-sand ratio of the cement mortar in the described step (2) is 1: 1～1.5, denseness is controlled at 3-5cm, and the cement mortar laying depth is 40-60mm.
3. cobblestone garden path as claimed in claim 2, landscape floor Wet-lime embedded once-molding construction process is characterized in that: described sand adopts medium sand, is the sand that can pass through the sieve in 5mm aperture.
4. cobblestone garden path as claimed in claim 2, landscape floor Wet-lime embedded once-molding construction process is characterized in that: described cement mortar paves and every 12m the wide shrinkage joint of 15～20mm together is set.
5. cobblestone garden path as claimed in claim 1, landscape floor Wet-lime embedded once-molding construction process, it is characterized in that: about described step (4) cobble is inlayed, between left and right apart from control 10mm～15mm, the cobble area that exposes after inlaying should be controlled at 65～75% of the gross area; And whenever inlay and finish 0.3～0.5m
2To in time lay out plank in the above during the cobble of area, flatten cobble.
6. cobblestone garden path as claimed in claim 1, landscape floor Wet-lime embedded once-molding construction process is characterized in that: service time is 7 days in the described step (5).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009101555020A CN101798790B (en) | 2009-12-17 | 2009-12-17 | Wet-lime embedded once-molding construction process of cobblestone garden path and landscape floor |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009101555020A CN101798790B (en) | 2009-12-17 | 2009-12-17 | Wet-lime embedded once-molding construction process of cobblestone garden path and landscape floor |
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| Publication Number | Publication Date |
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| CN101798790A true CN101798790A (en) | 2010-08-11 |
| CN101798790B CN101798790B (en) | 2012-06-20 |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102561138A (en) * | 2011-12-30 | 2012-07-11 | 安徽华艺园林景观生态建设有限公司 | Landscape pavement material and construction method thereof |
| CN104929012A (en) * | 2015-04-28 | 2015-09-23 | 广州市市政集团有限公司 | Construction method for basalt brick road and tile road of skid pad |
| CN108252184A (en) * | 2015-09-06 | 2018-07-06 | 张琴 | Automate paving machine and its method of work |
| CN111877094A (en) * | 2020-08-03 | 2020-11-03 | 四川大华生态园林工程有限公司 | Garden road construction device and construction method thereof |
| CN112482120A (en) * | 2020-12-23 | 2021-03-12 | 漾濞彝族自治县苍漾旅游投资开发有限责任公司 | Construction process for juglans sigillata massage sole pavement |
Family Cites Families (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE9411290U1 (en) * | 1994-07-13 | 1994-09-29 | Schröder, Detlef, Dipl.-Ing., Semione | Lawn paving stone arrangement |
| CN2528796Y (en) * | 2002-01-14 | 2003-01-01 | 陈增全 | Paving block made of cobblestone |
| JP4018487B2 (en) * | 2002-08-30 | 2007-12-05 | 横浜ゴム株式会社 | Road surface construction method |
-
2009
- 2009-12-17 CN CN2009101555020A patent/CN101798790B/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102561138A (en) * | 2011-12-30 | 2012-07-11 | 安徽华艺园林景观生态建设有限公司 | Landscape pavement material and construction method thereof |
| CN104929012A (en) * | 2015-04-28 | 2015-09-23 | 广州市市政集团有限公司 | Construction method for basalt brick road and tile road of skid pad |
| CN108252184A (en) * | 2015-09-06 | 2018-07-06 | 张琴 | Automate paving machine and its method of work |
| CN111877094A (en) * | 2020-08-03 | 2020-11-03 | 四川大华生态园林工程有限公司 | Garden road construction device and construction method thereof |
| CN112482120A (en) * | 2020-12-23 | 2021-03-12 | 漾濞彝族自治县苍漾旅游投资开发有限责任公司 | Construction process for juglans sigillata massage sole pavement |
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|---|---|
| CN101798790B (en) | 2012-06-20 |
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Granted publication date: 20120620 Termination date: 20171217 |